V. CSA 086 2001 - Beam in Compression
STAAD Input
The file C:\Users\Public\Public Documents\STAAD.Pro CONNECT Edition\Samples\ Verification Models\11 Timber Design\Canada\CSA 086 2001 - Beam in Compression.STD is typically installed with the program.
STAAD PLANE
START JOB INFORMATION
ENGINEER DATE 08-JUN-05
END JOB INFORMATION
UNIT FEET POUND
JOINT COORDINATES
1 0 0 0; 2 0 16.4042 0;
MEMBER INCIDENCES
1 1 2;
DEFINE MATERIAL START
ISOTROPIC DFL_NO2_8X8_POST
E 1.368e+06
POISSON 0.15
DENSITY 25
ALPHA 5.5e-06
END DEFINE MATERIAL
UNIT METER KN
CONSTANTS
MATERIAL DFL_NO2_8X8_POST ALL
UNIT FEET POUND
MEMBER PROPERTY TIMBER CANADIAN
1 TABLE ST DFL_NO2_8X8_POST
SUPPORTS
1 PINNED
2 FIXED BUT FY
UNIT METER KN
LOAD 1 DEAD+LIVE LOAD
JOINT LOAD
2 FY -114
PERFORM ANALYSIS PRINT STATICS CHECK
PARAMETER 1
CODE TIMBER CANADIAN
KSC 0.91 ALL
K_ZC 1.05 ALL
CHECK CODE ALL
FINISH
STAAD Output
STAAD.Pro CODE CHECKING - (S086) v1.0 *********************** ALL UNITS ARE - KN METE (UNLESS OTHERWISE Noted) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION ======================================================================= 1 ST DFL_NO2_8X8_POST PASS CL.5.5.10/6.5.12 0.882 1 114.00 C 0.00 0.00 0.0000 |--------------------------------------------------------------------------| | LEZ = 5000.000 LEY = 5000.000 LUZ = 5000.000 LUY = 5000.000mm | | | | KD = 1.000 KH = 1.000 KT = 1.000 KSB = 1.000 KSV = 1.000 | | KSC = 0.910 K_SCP = 1.000 KSE = 1.000 KST = 1.000 KZB = 1.000 | | KZV = 1.000 KZT = 1.000 KZCP = 1.000 K_ZC = 1.050 CHIX = 1.000 | | CV = 1.000 KN = 1.000 | | | | ACTUAL LOADS : (KN-m) | | Pu = 114.000 | | Tu = 0.000 | | Muy = 0.000 | | Muz = 0.000 | | V = 0.000 | | SLENDERNESS_Y = 26.178 | | SLENDERNESS_Z = 26.178 | | ALLOWABLE CAPACITIES OF THE SECTION: (KN-m) | | PY = 129.223 | | PZ = 129.223 | | T = 0.000 | | MY = 0.000 | | MZ = 0.000 | | V = 0.000 | | SLENDERNESS = 50.000 | |--------------------------------------------------------------------------|